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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.8 LAccepted-AOC | ₹52.8 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹53.0 L+₹21,394 (0.41%)Rejected-AOC 197 SATYA NIKETAN NEW DELHI 110021 | NEW DELHI | DELHI | 110021 | ₹53.0 L+₹21,394 (0.41%) | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹54.0 L+₹1.2 L (2.26%)Rejected-AOC | ₹54.0 L+₹1.2 L (2.26%) | L3 | Rejected-AOC Third Lowest |
| 4 | L4₹54.4 L+₹1.6 L (3.06%)Rejected-AOC NO 74 SADRAS MAIN ROAD NARASANKUPPAM VILLAGE 603109 MULLIKULATHUR POST THIRUKKAZUKUNDRAM TALUK CHENGALPATTU DISTRICT | CHENGALPATTU | TAMIL NADU | 603109 | ₹54.4 L+₹1.6 L (3.06%) | L4 | Rejected-AOC Fourth Lowest |
| 5 | L5₹56.0 L+₹3.2 L (6.06%)Rejected-AOC NO 43 SOUTH MADA STREET THIRUKKAZUKUNDRAM 603 109 CHENGALPATTU DISTRICT | THIRUKKAZUKUNDRAM | CHENGALPATTU | TAMIL NADU | 603109 | ₹56.0 L+₹3.2 L (6.06%) | L5 | Rejected-AOC Fifth Lowest |
| Sl No | Description | Qty | Unit | VNV ENGINEERS AND CONSTRUCTION L4 | R VEERARAGHAVAN L7 | T.P.MURUGAN TURNING AND WELDING WORKS L5 | G.Sudhakar L8 | s venkatesan civil & electircal contractor L6 | A.BASHKAR L1 | S DILLI L3 | Dynamic Engineers L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earthwork in open Excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) in all types of soil, mixture of gravel, disintegrated rock, hard stiff clay, soft rock, hard rock including bailing of water, if necessary, dressing of sides, shoring, benching, levelling and ramming the bottom surfaces, with lift as given below and disposal of excavated earth within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-Charge. | |||||||||||
| 1.10 | All kinds of soil - Upto 1.5 mtr depth from AGL | 1,170 | Cu.m | 250 ₹2,92,500 | 150 ₹1,75,500 Lowest | 520 ₹6,08,400 | 550 ₹6,43,500 | 400 ₹4,68,000 | 290 ₹3,39,300 | 150 ₹1,75,500 Lowest | 260 ₹3,04,200 |
| 1.20 | All kinds of soil - Exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 300 | Cu.m | 350 ₹1,05,000 | 200 ₹60,000 Lowest | 520 ₹1,56,000 | 600 ₹1,80,000 | 500 ₹1,50,000 | 320 ₹96,000 | 200 ₹60,000 Lowest | 320 ₹96,000 |
| 2.00Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 Sq.m on plan in hard gravelly soil and other types of soil including shoring, strutting, bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) stacking the excavated material away from edge of trenches within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-charge. (Note: Only plan dimension of the foundation concrete shall be measured for payment except for under ground water proofing.) | |||||||||||
| 2.10 | All kinds of soil upto 1.50mtr depth | 80 | Cu.m | 300 ₹24,000 | 700 ₹56,000 | 600 ₹48,000 | 600 ₹48,000 | 450 ₹36,000 | 350 ₹28,000 | 250 ₹20,000 Lowest | 450 ₹36,000 |
| 2.20 | All kinds of soil - Exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 20 | Cu.m | 400 ₹8,000 | 750 ₹15,000 | 600 ₹12,000 | 650 ₹13,000 | 500 ₹10,000 | 390 ₹7,800 | 270 ₹5,400 Lowest | 450 ₹9,000 |
| 3.00 | Filling available selected excavated earth (excluding rock) available at site in trenches, plinth, sides of foundation, etc., in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, levelling and dressing the top surface, lead upto 200m and lift upto 1.5m etc., all complete as per specification. | 150 | Cu.m | 400 ₹60,000 | 450 ₹67,500 | 1,100 ₹1,65,000 | 400 ₹60,000 | 600 ₹90,000 | 400 ₹60,000 | 120 ₹18,000 Lowest | 250 ₹37,500 |
| 4.00 | Supplying and filling impervious earth (clay) in pond to form an impervious liner at the base using approved black cotton/clay soil, including conveyance by lorry, spreading in layers not exceeding 150 mm thickness, watering, ramming and well consolidation of each layer, dressing, levelling and finishing the top surface, etc., all complete as per standard specifications and as directed by the Engineer-in-charge. | 180 | Cu.m | 1,200 ₹2,16,000 | 2,100 ₹3,78,000 | 1,500 ₹2,70,000 | 1,300 ₹2,34,000 | 800 ₹1,44,000 | 900 ₹1,62,000 | 2,600 ₹4,68,000 | 650 ₹1,17,000 Lowest |
| 5.00Disposal of surplus excavated earth / Debris by collecting, loading, transporting by mechanical means and unloading them at places as shown by the Department within a lead specified below and levelling, etc., all complete as per specifications and as directed by the Engineer-in-Charge. Note: 1) The rates in respect of this item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of rock from the corresponding stack / truck measurements. 2) The earth shall be dumped well inside the dumping yard and not over approach pathway road. | |||||||||||
| 5.10 | Upto 1 Km or part thereof | 1,500 | Cu.m | 200 ₹3,00,000 | 300 ₹4,50,000 | 250 ₹3,75,000 | 250 ₹3,75,000 | 300 ₹4,50,000 | 175 ₹2,62,500 | 75 ₹1,12,500 Lowest | 220 ₹3,30,000 |
Tender Value
₹60.8 L
EMD Value
₹1.2 L
Closing Date
29 Apr 2026, 3:00 pmClosed
Chief Engineer, CEG, GSO
GSO Annex building, Kalpakkam - 603102
Miscellaneous Civil works at Bio Diversity park in ATS
2026_GSO_904816_1
GSO/CTC/CEG/317/2026
Open Tender
Civil Works
Item Rate
180 days
Anupuram
As stipulated in NIT/tender
8 documents required · 8 mandatory
₹0
₹1.2 L
23 Jul 2026
9 Apr 2026
30 Apr 2026
9 Apr 2026
29 Apr 2026
24 Apr 2026
10 Apr 2026 - 22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork in open Excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) in all types of soil, mixture of gravel, disintegrated rock, hard stiff clay, soft rock, hard rock including bailing of water, if necessary, dressing of sides, shoring, benching, levelling and ramming the bottom surfaces, with lift as given below and disposal of excavated earth within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-Charge. | |||||
| 1.1 | All kinds of soil - Upto 1.5 mtr depth from AGL | - | Cu.m | - | - |
| 1.2 | All kinds of soil - Exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | - | Cu.m | - | - |
| 2Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 Sq.m on plan in hard gravelly soil and other types of soil including shoring, strutting, bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) stacking the excavated material away from edge of trenches within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-charge. (Note: Only plan dimension of the foundation concrete shall be measured for payment except for under ground water proofing.) | |||||
| 2.1 | All kinds of soil upto 1.50mtr depth | - | Cu.m | - | - |
| 2.2 | All kinds of soil - Exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | - | Cu.m | - | - |
| 3Filling available selected excavated earth (excluding rock) available at site in trenches, plinth, sides of foundation, etc., in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, levelling and dressing the top surface, lead upto 200m and lift upto 1.5m etc., all complete as per specification. | |||||
| 4Supplying and filling impervious earth (clay) in pond to form an impervious liner at the base using approved black cotton/clay soil, including conveyance by lorry, spreading in layers not exceeding 150 mm thickness, watering, ramming and well consolidation of each layer, dressing, levelling and finishing the top surface, etc., all complete as per standard specifications and as directed by the Engineer-in-charge. | |||||
| 5Disposal of surplus excavated earth / Debris by collecting, loading, transporting by mechanical means and unloading them at places as shown by the Department within a lead specified below and levelling, etc., all complete as per specifications and as directed by the Engineer-in-Charge. Note: 1) The rates in respect of this item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of rock from the corresponding stack / truck measurements. 2) The earth shall be dumped well inside the dumping yard and not over approach pathway road. | |||||
| 5.1 | Upto 1 Km or part thereof | - | Cu.m | - | - |
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